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author:

Fan, Qian (Fan, Qian.) [1] | Chen, Zhenjian (Chen, Zhenjian.) [2] | Xia, Zhanghua (Xia, Zhanghua.) [3] | Zhang, Wei (Zhang, Wei.) [4]

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EI

Abstract:

This paper proposes a novel two-stage structural damage detection strategy based on variational mode decomposition (VMD), fast independent component analysis (FastICA) and enhanced whale optimization algorithm integrated with Salp swarm algorithm (ESSAWOA). In the first stage, VMD and FastICA are utilized to decompose and process the initial response signals of the structure to detect the damage time preliminary. In the second stage, ESSAWOA algorithm is employed to identify the structural parameters (e.g., stiffness, mass or damping ratio) at different periods of time to determine the location and extent of the damage. To investigate the performance of the strategy, the simulation tests in six damage scenarios are carried out on a three-story numerical model. Then, the superiority of the parameter identification method based on ESSAWOA is verified on a seven-story simulation model. Finally, experimental verification on a laboratory seven-story steel frame is conducted to further validate the accuracy of the proposed strategy. The results in both numerical simulations and experimental validation prove that the two-stage strategy can effectively detect the time, location and extent of the damage in the frame structure. Furthermore, it has good applicability and robustness. © 2022, Springer-Verlag GmbH Germany, part of Springer Nature.

Keyword:

Damage detection Independent component analysis Numerical models Parameter estimation Signal detection Structural analysis Structural frames Variational mode decomposition

Community:

  • [ 1 ] [Fan, Qian]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 2 ] [Chen, Zhenjian]School of Civil Engineering, Southeast University, Nanjing; 211189, China
  • [ 3 ] [Xia, Zhanghua]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 4 ] [Zhang, Wei]Fujian Academy of Building Research, Fuzhou; 350025, China

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Source :

Journal of Civil Structural Health Monitoring

ISSN: 2190-5452

Year: 2023

Issue: 1

Volume: 13

Page: 149-163

3 . 6

JCR@2023

3 . 6 0 0

JCR@2023

ESI HC Threshold:35

JCR Journal Grade:1

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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